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HomeMy WebLinkAboutTract Map 29798 Lot 13-16,50-69 Precise Grading GRADING NOTES P cis A IN P AN 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION do SEDIMENT CONTROL ORDINANCE N0. 04-04, AND, IF APPLICABLE, TO THE STATE WATER ,�41 -� Q RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. �, � NO . 29 798 , PHASE 2 S P 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL OT 13= 16 & 50=6i) EXTERIOR WALLS AT NOT LESS THAN 1A" PER FOOT FOR A MINIMUM OF 3 FEET. REDHAWK PKWY \ CITYOF _ �- - -� - . �s s�P�� �° °3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. Q~ CAL1FQRNIAWOLF VALLEY ROAD 4_ JAGUARW'_�_ PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR p �. SITE STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER L Ecy ESR 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE 7 ANG EARTH WORK QUANTITY ESTIMATE Q RUNOFF AWAY FROM THE TOP OF SLOPES. �� pkll, TR. 29305-1 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, PADELEV. 1MIN. ABOYE CUT FILL SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE RAINBOW CANYON OFFTOPEXCAVATION 550 C.Y. #p�N ER BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL "� ROAD P/L 7 5 EMBANKMENT 550 C.Y. ,A �13_ 13 FILLS OVER 1' DEEP. SUBSIDENCE p1 VICINI MAP PLM 4M pw+ 38 ER 14 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS SHRINKAGE 0 DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN NO SCALE ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING IMPORT/EXPORT 66 PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FOR REAR YARD SLOPES GREATER FILL SLOPES. THAN 5' IN VERTICAL HEIGHT TOTALS 550 C.Y. 550 C.Y. 5' MIN. PA 69 68 g7 15 J 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. MUDSILL - r 3 MIN. 2' MIN FINISHED SURFACE NO SCALE 1 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 61 62 PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING INC. � 59 60 63 64 65 DATED SEPTEMBER 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE 57 SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 55 56 16 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE ' J> _ s MIN. SLOPE VARIES ER :E WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. - �_ 2:1 MAX. 3s Q e r PIAM P1JW 4M 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN r P� � P� �A ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION pLAH �!C PLAN 28 PLAN 16 *PLAN 4AR MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 2% MIN. > pLm 4WPlJrr lot 21 X MAX. 6" co ESR PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 MIN. C-C A1C 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SE TION ESE SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. NO SCALE -{ 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE P/L T 2 _ F7 H E /� SHEE _ � SANT WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4 IN 5 MIN. 5 MIN. � � _ � y VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW MUDSILL PLACE PREVENTION DEVICES PER THE U.P.C. ' MIN. MI MI J 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND HAS BEEN CLEARED OF UPPER PAD WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN -T FINISHED MUDSILL . OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND , 6"MINSURFACE BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. A. LOWER PAD HIGH POINT » I a LOT NUMBER 1 23 Q. PAD ELEVATION -0.3 6 M+IN• A 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE AREA DRAIN INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND 2% MIN. » o p 4A PLJ�M 1C ESE DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING 21 X MAX. s MIN. 1258.4 btz 15• MIN 1258.2 PAD ELEVATION OPERATIONS. DEEPENED FOOTING Ni FL PM 40 PLAN 3AR a 2% MIN. PER PLAN 0 %14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. SECTION B-B SLOPE 2VAR ESX acmes' PAD=1258.9 FINISH FLOOR ELEVATION .58 ABOVE PAD ELEVATION) 15. STABILITY CALCULATIONS WITH A FACTOR--OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS _ NO SCALE 2:1 MAX. FF=1259.48 ER LEGEND (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL Q INDICATES ENHANCED ELEVATION 54 53 ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 5' MIN. 3A-R ESL - 52 51 FS FINISH SURFACE 30' IN VERTICAL HEIGHT. A 50 TC TOP OF CURB r P LENGTH OF DEEPENED 1.Lg'1• AREA DRAIN ~ - FL FLOW LINE ELEVATION . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION FOOTING (D.F.) OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE HIGH POINT = PAD x ` MODEL TYPE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH ELEVATION-0.2 MIN. N� AINV INVERT RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE P/LGF=1258.9 PROPERTY LINE TG TOP OF GRATE ADJACENT GROUND SHALL BE GIVEN. } a 1234.0 SURFACE DRAIN RETAINING WALL, 6 O� 1 57 s 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS WHEN REQUIRED,BY SEPARATE PERMIT GARAGE FLOOR ELEVATION INDEX MAP FL FLOW LINE ELEVATION „ OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL 5 5' 5' 12s) 1 =401 GB GRADE BREAK ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING PAD ELEVATION MIN. MIN. PAD ELEVATION MIN. ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. ----El WATER SERVICE C �C N� � RIGHT-OF-WAY 40' 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. SIDEWALK 40 40' 40 SEWER SERVICE NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. CURB STREET LIGHT 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO B --J B COMMENCEMENT OF ANY CONSTRUCTION/GRADING. >+-OF< FIRE HYDRANT TYPICALT UNDER SIDEWALK DRAIN LO RETAINING WALL 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A �.. N.T.S. TW TOP OF WALL PUBLIC RIGHT-OF-WAY. oLn y � �r P/L o R/w '` PLAN 1 n PLAN 3 PLAN 4 TF TOP OF FOOTING 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE BASIS OF BEARINGS '6 Ln 2:1 SLOPE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS In Ln PLAN2 OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE BEING SOUTHEASTERLY LINE OF LOT 9 AS SHOWN ON PAD=1200.1 PAD ELEVATION PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND TRACT NO.29305-1 MB, 360/65--78 AS N 52"13'46"W FF FINISH FLOOR APPROVAL. TYP I C A SID YARD DRAINAGE J L_j-L___j I- Lrw-u A GF GARAGE FLOOR 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE NO SCALE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF BUILDING FOOTPRINTS --MAP - TRACT BOUNDARY STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE SCALE ' CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE NOTIFICATIONS UNDERGROUND STRUCTU1 = 30CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. RE PRIVATE NOTICE TO CONTRACTOR: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS UTILITIES OR AGENCIES 2 WORKING DAYS PRIOR AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR TO STARTING CONSTRUCTION OF EXCAVATION: APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF SHEET INDEX: UNDERGROUND SERVICE ALERT SOILS ENGINEER OWNERIDEVELOPER: PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO SH. 1 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS: TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE TITLE SHEET AND INDEX MAP PACIFIC SOILS ENGINEERING INC. D.R. HORTON/CONTINENTAL (951) 694-6411 OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO SH. 2 PRECISE GRADING PLAN CALL: TOLL FREE 5927 PRIESTLY DR. #200 INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES SH. 3 PRECISE GRADING PLAN 7715 CONVOY COURT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION 760-9 1-800-227-2600 760-9311--1980 (800) 227-2600SAN DIEGO CA 92111 CA. 92008 UNDERGROUND SERVICE ALERT: DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE & LD05- 107GR 858-560-0038380 FAX 858-560- CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 0 LD05- 072GR TWO WORKING DAY'S BEFORE YOU DIG LD04- 302GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK Ro�ESS�o Hall & Foreman, Inc. SCALE a Q nc. RECOMMENDED BY: DAZE, �.�� Drawing No. CONTRACTOR tft Engineering•Surveying.Planning-Landscape Architecture CITY OF TDEPARTMENT OF PUBLIC WORKS 0 RIVERSIDE COUNTY 600-62--69 1970 HORIZONTAL MI MdP Pwk Dd" T«neaulo• Co. 92M BRASS DISC SET 1' EAST OF CONCRETE POST MARKER H �. 1�zs i Phn. 951 678-6726 Fax. 951 s9s�e96 ACCEPTED BY: � DATE: � 110-r- ASINSPECTOR 5.16.05 FWD ADD FRENCH DRAIN ON LOTS ,�o STAMPED fib RESET, 2.9 MILES S.E. ALONG PALA ROAD SHOWN W ExP• s-3o-os In PREPARED Y: RONALD J. PARKS PRECISE GRADING PLAN FROM POST OFFICE AT TEMECULA 29 N.E. OF THE It * DEPUTY DIRECTOR OF PUBLIC WORKS 13, 15 do 16, SEE SHEET 3 PAVED ROAD 5' N.W. OF TEL POLE NO. 6295, C.W.T. 3VERMAI ��r •� `" ���.� TR. 29798 PH. 2 LOTS 13--16 & 50-69 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 F o FRED W. DOERGE DATE: ' 69 31 05 D.T. REV. GARAGE ELEV do F.F. cA���aF , . DATE COMPLETED ELEV SH TS 2 do 3 R.C.E. No. 165 EXP. DATE 6-30-0 R.C.E. No. 19744 EXPIRES 9 30 05 % TI TLE SHEET SH T. 1 F � 0 3 J.N. 34003 340032401 1/11/05 II I II I I I I in o~U SEE SHEET 3 - --- - , , 7675 ' I 74 73 11 I 56.0 5556 - 727 I I a 52.50 52.50 1 - - 1I I zz N HP N HP -H 5758 52.50 52.50 70 6b - ` - - - 1I cn z o0 0 0 0 5 9 6 0 -H 52.50 30.18 22. I I I y ;n ae�z _z O - o z IN HP 0 7 616 - - r. N N 7 I 66.0 N I O O " I I Q I - 1I FL FL o L o z � HP o - - _ FL FL z - N -%n CN •- K ?_ -� N " - � � � � � - � - rr I I I a 1 1 DF N � .6 F FL FL w � z .7 N � � N C)b �o N 65.9 F 7 57.70 DF 66.5 FL zo I I z -VOD 15 FS FS 66.6 L �n N 0 67. io Z 67.6 53.07 c �X 1 �v n I I N O 66.5 FL -H P 48.70 6 5 Nf O " W 6 4 yr 65.6 65.7 FL 1 ss.8 F FL 6 67.5 o T o 1 a I I I o -* FS FS 5 66.2 F ' ' N N o 3.9 9' m to 1 z Cn I I O �'fff � z S 66. fi7.0 f� o z w N W 67.9 Q 00 z�, - '`PLAN 2C PLAN 3RC o.1 N 2 �� m I I J o - D FF=1056.28 PLAN 4CR FL o HP 68 2 I I (nm FF=1067.18 FS I- HP z-v 0 pro I I •-I �m PAD=1065.7 FF=1066.58 PLAN 1 BR PAD=1066.6 PLAN 3B 4 ,� Wn �o PAD=1066.0 z FF=1066.78 z z z FF=1067.88 FL 67.9 o Z n I I I Q n 5 _ 5 - Z PLAN 4B 5 PLAN 1 A PAD=1067.3 •1 '� O r*1 D o � � N � r PAD-1066.2 7 >fi M 65.50 TG GB - T 1 u II z _ N�� I � � � 6k6 TG GB pF � � FF-1067.38 z � FF=1067.68 � � PLAN 4CR FL �, s7. .� � I yy84.40 INV 65.1 T 65.00 INV r- PAD=1056.8 PAD=1057.1 �, ~, D 5 FF=1068.18 FL FS 68. 67.6 r FL 0 - r 64.60 TGG - 8 6 .1 5 PAD=1067.6 2 I I I �r z� T TGG I ' �n 64.4 INV 4.1 65.20 NV 66.00 TG GB DF z ' FS 68.2 I (n ESL ,1 DF NV 0 66.�TG PLAN 2B 1 I 0 66.00 TG GB INV 0.0 ER FF=1068.48 z U DF F 5.20 INV K _Z _ DF PLAN 1B P Q I I 17 F` z GF=10fi5.7 0 S FS 66 •0 PAD-1067.9 9 1 ' N FS FS GF=1066.08 6 GF=1066.28 GF- 6 FF=1068.78 I � �, 1 oss.78 FS 0 F 5 � _ PLAN 4AR \ 66.0 INV R 5 PAD=1068.2 \ o ® t GF=106 7.18 0 5.00 = , \ I - �o Q �$/ FS GF=1066.88 z z FF-1069.08 \ I o) '� FS © DF DF ® DF 66.9 GF=1067.38 66.80 TG GB 67.10 TG GB a � PAD=1068.5 N NINV I 9�S o bt oN ti4 DF a° ``' 6 �,, DF ® S N 7 66.7 6 bt _ �� r �; yt N FS GF=106 7.68 r �n z n ot 0 o K DF N s 66.80 TG GB 67.1 TG GB r 67.40 TG GB z o , O •`° e't aK rn N N `�-t °' of va F at INV7. 0.266.90 1 co 7C I 41.00 1 ►� " •� �, FS 16 ri 52.50 av t' 0.7 0 O E � �, ry �. cv ..� 7.4 7, 7. DF sR 63.5 52.50 1 N 2� GF=1067.98 O �r I\� 1 FS 1 63.98 64.39 52.50 52.50' 1 28 83' 1 `V ^ - FS FS FS 67.30 TG GB 63 FS 64.55 64.63 64.8 L=2 8 .� ,� k 0.6 GF=1068.28 ' 64.14 FS FS S FS 9 65.01 65.FS Ly 52.68' L=1 fi.29' o, 0.4 0.2 M I F FS FS fi5. 65.45 `~ K DF DF 68. z --�------ L 106 .7 62.76 r 19 N FS 65.5 3s.75• 'e; -� A' L� FS GF= mn7 ' �- TC -. --- 63.53 FS n 1068.58 I \\ �~- N INV INV 3 - }.63.79 S 55. w N fi8.0 64.07 34.34 _ FS 65.77 FS bt 8.5 n:i 1 0 o INV 3 INV INV-o 0 o+co +'� 4. 0 `r°iv 1064.27 ��- INV n v INV r� 64. 4.66 S 53.07 1 N N 1•N N 0 FS i bt N T + io T + +�.. 4 1 - INV-�� 64.9 ­75o �* _ - - . - C N N " TC N N .8 Lo Q °° 1065.10 4.9 sS. .36 1 N ti 8 WATER - �- i j�iD co ^ 4 IN FS n +I� 1 5.3 65.17 56.1 66. L=37.50' �' , 5s S L 25.41 24.31 1L, �Rl =1064.22 Iv `��'N1 � _ rC +..4� 5. 0 6 6.49 66.64 RIM-1064.84 8" SEWER RIM=1064.8 - Iv coo 1065 FS. FS 4 w .N M 1065.1 64.7 �'N ��,� c, T ^ _65.44 5.47 FS o � TC I v + °+°� INV U 54.9 54 T .� 4 � _ 1065.90 0� 65.71 5.74 ��-- 65.95 1066.46 NV .9 ,�n J + TC NIo INV- o3 6 TIC IN .� 1065.71 v fr o� _ +I- 1066. `o ' 65.45 v 65. 3 TC �':� - V- 19 co�- INv 55. 5 " 1os5.s-k J - _ Tc ; N P H E A S AN T I 8 IUB +� _ J_ IO L=53 22 65.91 NV U 65.5 TC �n U 00 - - - 65.5 � + * PLACEINV ry ,� 1oss.2s �rN CN, 52.19 56.12 INV TC 65.80 65.8 ~IU 65. RIM=1066.16 Ir- J FS INV INV ad 1,cil'1� 1 V S 0 00 52"99 65.45 66.62 1 Of 6' SIDEWALK 6 •r FS " " GF=1067.48 67.3 M �� 0 1 L�5 66.5 FS TC i FL OF PIPE 1/2 6 INSTALL REMOVABLE 6 cv S.92 ABOVE GUTTER PLUG T 0 �. K FLOWLINE INV. B �-% F=10 7.78 7 �; 1 yq• Ncr) N ELEV. PER PLAN 4 PVC FS / cv � � L 17 1 g-t �}► •�� fi:30 TG GB z T GF=108 7.98 6 1 113 INV ELEV. 4"x4"x4" z 580 INV 6.6 TG GBV 6 67.88.6 rn , PER PLAN L 3"x4" 3 x O "' CURB AND " TEE PLAN 4A � � ' s.s IN GB GF=1Fs ., REDUCER FF=1067.98 40068.28 FS 0.5 1 ..� as NUTTER 3 MIN. PVC K (SCHEDULE 40) 42 PAD=1067.4 r' t PLAN 1 C FF=1068.28 a o ELEVATION 6. 0 r 7.10 Tc GB 1 o cF=1068.9 z� PAD=1067.7 G O 8 NO SCALE � � z o� z to FL PLAN 4B 7.1 TG 67.80 TG GB aF 6 FF=1068.48 GB 40 6 QR) 0> PAD=1067.9 � U) __ _T 67.80 TG GB -U >- PLASTIC INSTALL POLYETHYLENE �!•4I FL z z17�" MIN. JOINT MATERIAL N N z - PLAN 3AR z *pLz COVER /"QUICK FS z 67.1 .- FS FS 6 FF=1068.78 AN 211 CnQ JOINT' OR UIVA NT ►� N - O FF,EQUIVALENT O �� 66.8 0 8 PAD=1068.2 p 1069.48 N " ,- FL (0 V- AD,1058 - 4 � cv o FS -9 - - - .� HP 11v 68.2 Q " " " - �' in N 7. F QD 6 - 9 6 2 MIN. -H j r- FL 54 - `O 16't Q SECTION Ej-R - _ 7. "� 7 ~ w 43 4 s289�- _ HP �- L 68 ^ N Mr- � PRIVAIE DRAIN THROUGH CURB DETAIL 5 - 68.3 S ��, oIr- FL m a� Q , NO SCALE C C - - o � y4 �r z I - on � o' 20' 40' so' so' s2-�._ - � N � H � � 46 S2 _ t7_-U SCALE: 1 " = 20' �r �' - �y 7C 52.50, - m cn 47 -OM 1 - z� cnrI T soV�0- .57, � � (nm Q 4" PVC SDR-35 DRAIN PIPE 48 58.87' - - n 0 03 (�SIDEWALK UNDER DRAIN CURB PER DETAIL SHEET 1 9 (3)4" AREA DRAIN 1 I ® LD05- 107GR ® LD05-072GR LD04-302GR UNDERGROUND SERVICE ALERT DATE DATE ACG'D BENCHMARK SCALE QROFESS/oh Hall & FOTe111811, Inc. RECOMMENDED BY: DATE: o DrawingNo. SEE SHEET NO. 1 �� q� Engineering-Surveying.Planning-Landscape Architecture CITY OF T DEPARTMENT OF PUBLIC WORKS 0 4/'1L4 TOLL HORIZONTAL �� � 43513 Ridp� Pork Drive Tarnauia, Co. 925M Phn. 951 576-6725 Fax. 951 699-ONG � No. 16526 z ACCEPTED BY. DATE: PRECISE GRADING PLAN AS SHOWN l EXP. 6-30-05 r PREPARED B RONALD J. PARKS -800-227--260 2 DEPUTY DIRECTOR OF PUBLIC WORKS ;l �,� 6-v�-off TRACT No. 29798, PHASE 2 CIVIL �- - .... 3/31,/05 D.T. REV. GARAGE ELEV LOTS 50-65 3 a F of CAL, �o FED DOERG S DATE: '.0984%' ` LOTS 50-65 TWO WORKING DAYS BEFORE YOU DIG R.C.E.No. 16526 EXP. DATE 6-30-05 R.C.E. No.19744 EXPIRES 9/30/05 SHT. 2 OF 3 J.N. 34003 340032402 PHS2 2/02/05 71.55 vS 0 69.15 \N 13� 461 00. 0 po T065.35 \ � 2.0°76 0 65.23 GB \ Nv 36.9°76 - 64.84 10 8.92 Go � � 5.53 \N - ago 1 fi ` _ �C,Gds �z FS °h ��� 65.15 10 _ ,, to� o• \Nv .6,0% 50 1064.85 29, 65.42 O 2.17X TC FS e? 41 9 1 � "13 � 2.21 FSNv 865- 10; a a � �� b7 FS `IL9 1: a1 GB V INS TRACT BOUNDARY - o k 1 b GF G b' O 1•° 12»+/_ 8" EXISTING 6' HIGH FZ�N`-10 _ .�9G '�� C4 6 18 51° \ 10 CONC. BLOCK WALL rDb 0 7. 5 A 6 b65-A6 \ rn -c EXISTINGka+. y rn y FINISHED 1 v _ v °' 67 Z SURFACE N JVill p,G �N \ F G c� .� v - - � _ 053.77 "?� d° Tl b• 5p �� N AG�7 3 7P00. PV � fEIR : ° RIM1 p63.01 8�A c�►.� ;;;,;;: _ _ N 01 co"7:�' 6 •33- 1 1 P P P�10Po"I 6 F TF �• •::-:- •: - Ir ' V b 1066.1 {.15�• ••;;;• ;; + n� �'�c� fi2.84 \N F 1 65• �� S 1� \ m , j 3.02 FS E :•:. •:.• ar`'r, ' fi2.80 'ua NV F F 60 �, .�6 0 7 62 \NV c.� • • •- `� °D 10fi3.0fi 62.62 INV o 63.72 \17r 18 \ y 6. FS �� 0- FS INV 4 � \ 6 cr� � 2 63.49 63.6 r' 1 F TG F\- \ .62 FS r � A �� 65. G `�� ° � � � b7 6 5 � � ° x 4 PERFORATED PVC 63.37 •�- FS •80 M ON6A 8 e+ 66. cA 7.50 SDR--35 DRAIN PIPE TRENCH LIMITS X48.15 6A• S�- - \ F� o �` 4 O WITH 3/4w CRUSHED c� FS L 65. $ E y -0 'd�Z 9IS S, �, -�'� G8 ROCK ENCAPCULATED •06 L=31.18 �.► CP r' 64.9 , 5 70 \ s'� 3 19 rJ � ob '� � a � 58.2 112.76 7°-32 4X WITH A FILTER FABRIC K 1CD FS 5 A- 6 .1 ® G A \Nv O 32.5 °D 1r �� �' tet' 13 N t0 �ol b .664. o� 04 1 .6 *P P06o6 98 '� ocr Np 54,49 FL \ G8 a9 58 pF -1° J • O 1. Ox or•09 .6 -1065 ® \N 60 0 \N F Q `' B 68. 99 \NV 3.0776 ® FRENCH DRAIN DETAIL _14 5.3 GF Ago A. A, , 5 6.4 TGG FS o 42 0 NOT TO SCALE TG GB GF � 64• s 6 6 5 6 1D o .20 6 F 41 Fes' 65.36 \Nv 15' -o ` o" 4 S 64 7 1N 0 40 TG O 66• E� -�, 41 C� 0 4.01 F 63• GB 6 . GB 1065.4 r o' O 0 7 \NV TG TG 2 ® r �N .2 1 64.20 70 INV 4.3° 80 \Nv 5 aaa �� �� TC P`- 0_1068 8 � 38 1.6 •64 4 63. 63. P cr_� W k rn p A 68 cr 70 • �. 10rD a o o .10 0 PP P0.06b:L v, N o� FF J 1 0 1067.50 G� \NV 5 .1 F-1 cp_ ..� �' W1-► o o Q r J 6-7.g0 ® Z 6 0 68' 9` FS o R '° N 65. X _ FS 1°8.1 7 4.01 Nv 4,A ?�, 5,5 FS .�o� 8i3 gr y ® •0 •61 \ END FRENCH N o PIAN 065.3 p Ap-1°6.08 ` cp rn v�rn �m 71 01. AIN 7 Q P AO_165.88 Z FF-106 ��\ 6' .�•� 67.7 U` 4 DR N _10 ` 1 LOT LINE FF -` N �` V�'� FS 31 0 65 •� g �' "$ 2.67E v crzL o� 71• G8 FS b � 61� �13} 4 7' - fi5.77 1.0 9 4 f N 0. ` 1 0 0 78' 0 32 I 6 64 INV '��' -� GB , O 3.8676 FL \N• � 1 7.50 0 2 + TRACT `� 0 64 1X M c 6 .18 \NV 2X �`. .0 2.69X � 64 N w _ 0• 6 5 ��, rn N -CP cX, bb �.�R `� 0 42 ° 2:1 BOUNDARY FL �� 6 ,J 48;1 o roh rn Z,L -n o o P`-AN1D68.6 68.0 4 F TO CURB OUTLET -H w .=a0 -- - - 4 o o, F PAO_ 69.1$ FL 4.84 EXIST 6' HIGH 4 �' 58.70' 10.24 64 �� CL 24 rn 19 FF�10 2.44 \Nv eY CONCRETE - NP 8 -*� rn 2X o' All ALL 50.34 AllBLOCK W rn rn RET A\N� pERM\T I ` ? ® v 0 © SEP AR,6 3 �� 68 S 107.68 0 °� EXIST. RET. WALL 1.0 +/ 6 2 my F o 0 0 61V 2:1 ` 6.12 V 1 7 I 'oo LOT LINE SEE SHEET 2 yG� IN rn END FRENCH DRA iv CD � n � ® TYPICAL PLAN NOT TO SCALE 0' 20' 40' 60' 80' SCALE: 1 " = 20' QONSTRUCTION N (J)40 PVC SDR-35 DRAIN PIPE (2)SIDEWALK UNDER DRAIN THROUGH CURB PER DETAIL SHEET 2 (3)4" AREA DRAIN ,t@40 PERFORATED PVC SDR-35 DRAIN PIPE PER FRENCH DRAIN DETAIL HEREON e LD05- 107GR (S)EXIST. 4" PERFORATED PVC WALL DRAIN i(B)CONNECT TO EXIST. 4" PERFORATED PVC WALL DRAIN © LD05-072GR LD04-302GR UNDERGR"D SERVICE ALERT DATE BY DATE ACC'D BENCHMARK SCALE QRo�Ess,oN Hall & Foreman, Inc. RECOMMENDED BY: DATE: �-�� DrawingNo. Engineering-Surveying-Planning•Landscape Architecture CITY OF T DEPARTMENT OF PUBLIC WORKS m SEE SHEET N0. 1 �^y 9 X15 �� Drwr T.�a. 2 a ^.' ' HORIZONTAL � C'Y�. TOLL ME y NO. 16526 Z Phn. 951 676-6729 Fax. 951 699-0896 ACCEPTED BY• DATE: '� �`� As SHOWN W EXP. 6-30-05 BY: J. PARKS PRECISE GRADING P 1-800-227-2600 3/09/05 F.W.D. ADD FRENCH DRAIN ON LOTS 13, 15 .�✓v PREPARED BY. � DEPUTY DIRECTOR OF PUBLIC WORKS TRACT No. 2PHASE 2 AND 16 '' �O !� 46-O! _ 3/31 0 D.T. REV. FINISHED FLOOR ELEVATION 'rF of ivl`�Fo�`+ FRED W. DOERGES DATE: •' LOTS 13- 16 & 66- 69 SHT. 3 OF 3 CA0I 16526 EXP. DATE 6-30-05 R.C.E. No.19744 EXPIRES 9/30/05 TWO WORKING DAYS BEFORE YOU DIG LOTS 13-15. 66-69 - (J.N_ 34003 340032403 PHS1 1/12/05) J.N. 05119 05.12.05